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Home My WebLink AboutResolution - 5690 - Amendment #1 To Agreement - Delta Airport Consultants Inc - Rehabilitate Runway - 10_23_1997RESOLUTION NO.5690 Item #21 October 23, 1997 KESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock Amendment No. One to an Agreement between the City of Lubbock and Delta Airport Consultants, Inc. for runway reconstruction, attached hereto, which Amendment shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 23rd day of . . October , 1997. ATTEST: Ka Darnell, City Secretary APP OVED AS TO CONTENT: Earle, Aviation VED AS TO FORM: arold Willard, Assistant City Attorney 14W : gs/ccd ocs'D e1taAC. res October 13, 1997 RESOLUTION NO. 5690 Item #21 October 23, 1997 PROJECT BUDGET SUMMARY RahabttRate Runway 17R45L Keel (11.5W x 60 Lubbock kftmatlonal Airport Lubbock. Texas AP Project No. U"138-19-9T Dena Project NO..T?c 97053 Dale. September 19.1997 Grant Amount AtP-19 Total FAA i5,998.361A0 $5.998.361AO Local IM.484.60 SSt36,484.60 Total $11AN.848.00 $6.664A46.00 LOM LATEST BUDGET ESTIMATE AP-19 BUDGET ESTMATE AIP-10 COST TO DATE % COMP a. Adadnfstrttlon 10,000.00 10.000.00 0.00 subtotat $10.000.00 $10,000.00 =OM 0% b. Preamir ary 0650 Ground Surveys (High -Tech) 23.000.00 33AMM 28.190.00 Design Ceotechnlcal (Raba-l(fstner) 46.000.00 46A=.00 0.00 Design Concrete Specialists (APTech) 18,331.00 18.331.00 11.588.18 Subtotal: $99.331.00 $99.331.00 MXIBAS 40% d. Englneedng Bash SeMatas Design thru Bidding Phase (Della-tump Sum) 323.060.00 323Ae0A0 316.598.80 Construction Phase Services (Delta#ect Cost) (eat) 163.746.W 183,M.00 0A0 Subtotal 5488.608.00 $486.806.00 $316.598.80 65% a. Other Engrg CIA Tes" (Terra) 75.000.00 75.00D.00 0.00 Construction Surveys(est) 10.000.00 10,000.00 0.00 Direct Nonsalery Expenses - Design 12AW.00 12AMOD 9207A3 Direct Nonsalary Expenses - Construction (eat) 771.650.00 77,650.00 OAO Wed Fee - Design 11213.00 11213.00 5.494.37 Wed Fee - Construction (est) 09,033.00 89.033.00 0.00 Cost Allowance - Design 11.213.00 11213.00 OAO Cost Allowance -Constmctonlost) 51.444.00 51A".00 0A0 Subtotal: $318.353.00 :318,353.00 $14.701.80 5% f. Project Mapecttlon Resident Project ReKesentaWe (est) 188.039.00 188.039AD 0.00 Subtotal: $188A39.00 $188,039.00 $0.00 0% L Construction Contractor 5,362,317.00 5A62.317.00 OAO P-501 PCC Bonus 20OAOOAO 200A00.00 OAO subtotal $5,562.317.00 =5,56Z.317.00. $0.00 0% Total• $6,664,846.00 $6.664,846.00 $371.078.78 6% Total Amount 6,664,846.00 6.664A46.00 371.078.78 6% AMENDMENT NO. ONE (1) TO THE ENGINEERING AGREEMENT BETWEEN CITY OF LUBBOCK, TEXAS THE OWNER AND DELTA AIRPORT CONSULTANTS, INC. THE ENGINEER DATE: SEPTEMBER 19, 1997 DELTA PROJECT NO. TX 97053 TASK 2 - RECONSTRUCT RUNWAY 17R-35L KEEL (CONSTRUCTION PHASE) 3115 AMENDMENT NO. ONE (1) TO THE AGREEMENT BETWEEN OWNER AND ENGINEER FOR PROFESSIONAL SERVICES SEPTEMBER 19, 1997 This AMENDM 14T NO. ONE (1) dated September 19, 1997 is made part of the Engineering Agreement dated May 22, 1997 between the City of Lubbock, Texas, the OWNER, and Delta Airport Consultants, Inc., the ENGINEER, for work at the Lubbock International Airport, Lubbock, Texas. The following revisions and/or additions are made to the original Engineering Agreement. The scope of work to be covered by Amendment No. One (1) shall be as follows: TASK 2: RECONSTRUCT RUNWAY 17R 35L IXEL (CONSTRUCTION PHASE) ADD the following paragraphs to ARTICLE 7: 7.8 Task 2: Reconstruct Runway 17R-35L Keel (Construction Phase). Basic services for construction phase services shall be compensated on a unit cost plus fixed fee basis. Compensation for these services shall be limited to a budget amount of $583,176 unless written authorization has been received from the OWNER. The budget amount is based on an estimated cost budget of $518,889 and a fixed fee of $64,287. Except as so modified, supplemented, and amended, the terms and conditions of the Agreement for Engineering Services dated May 22, 1997 shall remain in full force and effect. The following attachments are made part of this amendment: Attachment "AMD 1-1" Estimated Workhours and Summary of Fees (Task 2) Attachment "AMD 1-2" Subcontractor Proposals (Task 2) Attachment "AMD 1-3" 1998 Fee Schedule 70533115.AM1 - 1 - AMENDMENT NO. ONE (1) All other provisions of the original agreement remain unchanged. OWNER: City of Lubbock 1625 13th Street, Suite L-04 Lubbock. Texas 79401 Windy Sitton Mayor 10-23-97 Date ATTEST: ENGINEER: Delta Airport Consultants, Inc. 9101 Southern Pine Blvd., Suite 140 Charlotte, North Carolina 28273 ken�eth W. Moody-,' Vice President Date ND X Kaythi a Darnell, City Secretary Notary: Kristen D. Richardson I�,c��s��pz�zxxxxxxxxxxxxxx APPROVED AS TO CONTENT: Mark rle, Director of Aviation 70533115.AM1 - 2 - My Commission Expires: 7/18/2001 APPROVED AS TO FORM: arold Wi ard, Asst. City Attorney ATTACHMENT " AMD 1-1" ESTIMATED WORKHOURS AND SUMMARY OF FEES (TASK 2) ATTACHMENT'AMD 1-1' Estimated Workhours - Article 7.6 Reconstruct Runway 17R-35L Keel (Construction Phase) Lubbock International Airport Lubbock, Texas AIP Project No. 3-48-0138-19-97 Delta Project No. TX 97053 Date: September 19,1997 SENIOR PM PM PE TECH FLD REP CLERICAL Description No. (hr) (hr) (hr) (Frc) (hr) (ho CONSTRUCTION OBSERVATION 360 Calendar Days BASIC SERVICES Coordinate Award 8 0 4 0 0 0 Coordinate Contract Documents 16 0 8 0 0 4 Prepare Released for Construction Plans 16 24 24 48 0 16 Preconstruction Conference 1 24 0 8 0 0 8 Review Contractor OC Program 8 16 0 0 0 0 Review Contractor SWPPP 8 16 0 0 0 0 Prapaving Conference 1 24 0 8 0 0 4 Coordinate Testing 24 8 24 0 0 16 Review Test Results 72 24 60 0 0 16 Construction Visits 30 200 60 40 0 0 32 Coordinate Res. Prof. Rep. 160 80 96 0 0 24 Shop Drawing Review 48 16 32 _ 0 0 8 Review Contr. Pay Request 14 16 8 16 0 0 16 Construction Coor+esponderce 120 160 96 0 0 48 ` Punch List Inspection 1 10 0 0 0 0 4 Anallnspedon 1 24 0 10 0 0 4 Final tituantity Review 8 4 16 8 0 0 • Basic Services Hours Subtotal: 786 416 442 56 0 200 ADDITIONAL SERVICES FAA Pay Request/Budget Summary 13 8 0 16 _ 0 0 4 Coordination with Airlines 24 16 16 0 0 2 - Rekxxd Drawings 8 16 16 `_ 64 0 0 Final Project Report 6 4 16 0 0 8 Independent Fee Review Package 4 8 0 0 0 4 Resident Project Rep. 0 0 0 0 4373 0 Construction Additional Services Subtotal: 52 44 64 64 4.373 18 File: 7053FE02.WK4 ATTACHMENT'AMD 1-1" Estimated Workhours - Article 7.8 Reconstruct Runway 17R-35L Keel (Construction Phase) Lubbock International Airport _ Lubbock,Texas AIP Project No. 3-48-0138-19-97 Delta Project No. TX 97053 Date: September 19,1997 Field Representative Summry (360 Calendar DM Preoonstruction Conference 8 Hrs 360 Calendar Days 9 Hrs/Calendar Day 3240 Hrs 120 Calendar Days 9 Hrs/Calendar Day 1080 Hrs 5 Pre/Post Calendar Days @ 9 Hrs/Calendar Day 45 Hrs Total: 4373 Hrs Per Diem/Housing Allowance 1 RPR @ 120 :Catendar Days 120 Calendar Days 1 RPR @ 12 months 12 Months Mileage . Mobilization & Demobilization 500 Miles Job Related Mileage 360 Calendar Days @ 20 Miles/Calendar Day 7200 Miles 120 Calendar Days @ 20 Miles/Calendar Day 2400 Miles 5 Pre/Post Calendar Days @ 20 Mites/Calendar Day 100 Miles Total: 10200 Miles File: 7053FE02.WK4 ATTACHMENT •AMD 1-1' Estimated Workhouts - Artide 7.8 Reconstruct Runway 17R-35L Keel (Construction Phase) Lubbock International Airport Lubbock, Texas AIP Project No. 348-0138-1"7 Delta Project No. TX 97053 Date: September 19,1997 Est Hourly Est Est Description Hm Rate Cost Fee Totals 1) Work Hour Cost OmIgnthead) a) Basic Services Senior Project Manager 786 $99 77,814 11,672 Project Manager 416 $75 31,200 4,680 Project Engineer 442 $48 21.216 3,182 Tedmidan 56 $39 2,184 328 Clerical & Administrative 200 $36 7,200 1,080 Subtotal: 1900 $139,614 $20,942 $160,556 16% b) Additional Services Senior Project Manager 52 Project Manager 44 Project Engineer 64 Technician 64 Field Representative 4373 Clerical & Administrative 18 Subtotal: 4615 2) Direct Nonsala y ExMnses Travel Printing Housing - RPR ($1250/Month) Per Diem - RPR ($80/CD) Subtotal: 3) Subcontracted Services O!A Testing (Terra) Constr & Record Surveys (est) Subtotal: 4) Estimate Cost & Flied Fee 5) Cost Allowance Article 7.8 Budget Amount: $99 5,148 772 $76 3,300 495 $a 3,072 461 $39 2,496 374 $43 188,039 26,206 $36 648 97 $202,703 $30,405 $233,108 15% 30,000 3,000 4,000 400 12 $1.250 15,000 1,500 120 $80 9,600 960 $58,600 $5,860 $64,460 10% 60,800 6,080 10,000 1,000 $701800 $7,080 $77,880 10% $471,717 $64,287 $536,004 10% $47,172 $0 $47,172 $518,889 $64,287 $583,176 $583,176 File: 7053FE02. WK4 ATTACIMENT "AMID 1-2" SUBCONTRACTOR PROPOSALS (TASK 2) TERRA ENGINEERS, INC. 5208 - 34TH STREET P.O. BOX 16605 - LUBBOCK, TEXAS 79490-6605 - (806) 793-4767 - FAX (806) 793-4768 August 28, 1997 Delta Airport Consultants, Inc. _ 9101 Southern Pine Boulevard, Suite 140 Charlotte, North Carolina 28273 Attn.: Mr. Tracy J. Saunders, P.E. RE: Proposal for Acceptance Testing for the Lubbock International Airport - Reconstruct Runway 17R-35L Keel Dear Mr. Saunders: As per letter dated August 14, 1997, Terra Engineers, Inc. is pleased to submit a proposal for Acceptance Testing for the Lubbock Intemational Airport -Reconstruct Runway 17R-35L Keel. - We are very proud to inform you that Terra Engineers, Inc. is accredited by American Association for Laboratory Accreditation (A2LA) in the field of Geotechnical and Construction. Material Testing, therefore our firm meets the requirements of ASTM D-3666 for testing bituminous concrete and ASTM C-1077 for Portland Cement Concrete testing. Terra is also certified as Disadvantaged Business Enterprise, Minority Woman - owned Business Enterprise and Historically Under-utilized Business (see the enclosed copies of the certificates). We maintain Professional liability, General liability and Workmens' compensation insurance policies. Our technicians are NICET and TxDOT certified and have more than 5 years of experience on construction material testing for highway and airport paving projects. We also have a Professional engineer on board. We have had the opportunity to provide Geotechnical and Constructibn Material Testing services for almost all the airports in West Texas area for the last 2O years. Terra Engineers, Inc. -appreciates the opportunity to be of service to you on this project. Please do not hesitate to call me if you should have any questions concerning this proposal. Sincerely, TERRA ENGINEERS, INC. Ali Behpour, B Manager, Material Testing Encls.: as above SOIL INVESTIGATION - MATERIAL TESTING - ENVIRONMENTAL SERVICES - PROFESSIONAL ENGINEERING SERVICES - NDT Mr. Moody August 28, 1997 Page 2 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel . Alternate 1 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 1.0 P-152 Excavation and Embankment 1.1 P-152 Moisture Density Relation ASTM D-698 1 80.00 80.00 1.2 P-152 Sand Cone Density Test ASTM D-1556 5 45.00 225.00 1.3 P-152 Liquid Limit, Plastic. Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 490.00 2.0 P-209 Crushed Aggregate Base Course 2.1 P-209 Unit Weight of Aggregate ASTM C-29 1 45.00 45.00 2.2 P-209 Soundness ASTM C-88 1 175.00 175.00 2.3 P-209 Material Finer Than # 200 Sieve ASTM C-117 1 25.00 25.00 2.4 P-209 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 2.5 P-209 Sieve Analysis ASTM C-136 5 35.00 175.00 2.6 P-209 Moisture Densities ASTM D-698 1 80.00 80.00 2.7 - P-209 Density of Soil and Soil Aggregate In- ASTM D-2922 5 22.00 110.00 Place by Nuclear Method 2.8 P-209 Liquid Limit, Plastic Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time - 6 35.00 210.00 Total 1015.00 3.0 P-210 Caliche Base Course 3.1 . P-210 Sieve Analysis ASTM C-136 1 35.00 35.00 3.2 P-210 Moisture Density Relations ASTM D-698 1 80.00 80.00 3.3 . P-210 Density of Soil by Sand Cone Method ASTM D-1556 2 45.00 90.00 3.4 P-210 Liquid Limit, Plasticity Index ASTM D-4318 1 45.00 45.00 Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 390.00 4.0 P-501 Portland Cement Concrete Pavement 4.1 P-501 Making Curing Concrete Test ASTM C-31 800 20.00 16,000.00 Specimen 4.2 P-501 Testing for Flexural Strength of ASTM C-78 800 5.00 4,000.00 Concrete 4.3 P-501 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 4.4 P-501 Sieve Analysis ASTM C-136 1 35.00 35.00 4.5 P-501 Unit Weight of Concrete ASTM C-138 1 40.00 40.00 4.6 P-501 Test for Slump of Portland Cement ASTM C-143 400 10.00 4,000.00 Mr. Moody August 28, 1997 Page 3 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 1 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 4.7 P-501 Test for Air Content of Freshly Mix ASTM C-231 400 15.00 6,000.00 Concrete by the Pressure 4.8 P-501 Test Method for Flat or Elongated ASTM D-4791 1 40.00 40.00 Particles in Coarse Aggregate Mobilization, Mileage, & Tech Time 400 35.00 14,000.00 Total 44,265.00 5.0 TxDOT Hot Mix Asphaltic Concrete TxDOT Tyne 5.1 TxDOT Compacting Test Specimens Tex 206F 9 30.00 270.00 5.2 TxDOT Sieve Analysis Tex 201F 12 35.00 420.00 5.3 TxDOT Theoretical Maximum Specific Tex 227F 12 50.00 600.00 Gravity of Bituminous 5.4 TxDOT Vacuum Extraction Tex 21OF 12 65.00 780.00 5.5 TxDOT Bulk Specific Gravity of Compacted Tex 207F 9 30.00 270.00 Bituminous 5.6 TxDOT Stability and Flow 9 30.00 270.00 Mobilization, Mileage, & Tech Time 8 35.00 280.00 Total 2,890.00 6.0 Miscellaneous 6.1 Mileage Charge N/C 6.2 Technician Time _ 150 35.00 5,250.00 6.3 Engineer _ 100 65.00 6,500.00 Total _11,750.00 Sub Total 60,800.00 Note: The number of test quoted above is estimated based on the project specification. The total number of tests actually performed may vary during construction phase and shall be prorated accordingly. TERRA ENGINEERS, INC. Mr. Moody August 28, 1997 Page 4 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 2 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 1.0 P-152 Excavation and Embankment 1.1 P-152 Moisture Density Relation ASTM D-698 1 80.00 80.00 1.2 P-152 Sand Cone Density Test ASTM D-1556 5 45.00 225.00 1.3 P-152 Liquid Limit, Plastic Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time 4 35.00 140.00 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 P-209 P-209 P-209 P-209 P-209 P-209 P-209 P-209 2.8 P-209 3.0 P-210 3.1 P-210 3.2 P-210 3.3 P-210 3.4 P-210 Crushed Aeareeate Base Course Unit Weight of Aggregate Soundness Material Finer Than # 200 Sieve Los Angeles Abrasion Sieve Analysis Moisture Densities Density of Soil and Soil Aggregate In - Place by Nuclear Method (min of 3) Liquid Limit, Plastic Limit and Plasticity Index of Soil Mobilization, Mileage, & Tech Time Caliche Base Course Sieve Analysis Moisture Density Relations Density of Soil by Sand Cone Method Liquid Limit, Plasticity Index Mobilization, Mileage, & Tech Time Total 490.00 ASTM C-29 1 45.00 45.00 ASTM C-88 1 175.00 175.00 ASTM C-117 1 25.00 25.00 ASTM C-131 1 -_ 150.00 150.00 ASTM C-136 5 35.00 175.00 ASTM D-698 1 80.00 80.00 ASTM D-2922 5 22.00 110.00 ASTM D-4318 1 45.00 45.00 Total 1,015.00 ASTM C-136 1 35.00 35.00 ASTM D-698 1 80.00 80.00 ASTM D-1556 2 45.00 90.00 ASTM D-4318 1 45.00 45.00 4 35.00 140.00 Total 390.00 4.0 P-501 Portland Cement Concrete Pavement 4.1 P-501 Making Curing Concrete Test ASTM C-31 512 20.00 10,240.00 Specimen 4.2 P-501 Testing for Flexural Strength of ASTM C-78 512 5.00 2,560.00 Concrete 4.3 P-501 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 4.4 P-501 Sieve Analysis ASTM C-136 1 35.00 35.00 4.5 P-501 Unit Weight of Concrete ASTM C-138 1 40.00 40.00 4.6 P-501 Test for Slump of Portland Cement ASTM C-143 300 10.00 3,000.00 Mr. Moody August 28, 1997 Page 5 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 2 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 4.7 P-501 Test for Air Content of Freshly Mix ASTM C-231 300 - 15.00 4,500.00 Concrete by the Pressure 4.8 P-501 Test Method for Flat or Elongated ASTM D-4791 1 40.00 40.00 Particles in Coarse Aggregate Mobilization, Mileage, & Tech Time 300 35.00 10,500.00 Total 31,065.00 5.0 TxDOT Hot Mix Asphaltic Concrete TxDOT Tvae 5.1 TxDOT Compacting Test Specimens Tex 206F 6 30.00 180.00 5.2 TxDOT Sieve Analysis Tex 201F 8- 35.00 280.00 5.3 TxDOT Theoretical Maximum Specific Tex 227F 8 50.00 400.00 Gravity of Bituminous 5.4 TxDOT Vacuum Extraction Tex 21OF, 8 65.00 520.00 5.5 TxDOT Bulk Specific Gravity of Compacted Tex 207F 6 30.00 180.00 Bituminous 5.6 TxDOT Stability and Flow 6 30.00 180.00 Mobilization, Mileage, & Tech Time 6 35.00 210.00 ' Total 1,950.00 6.0 Miscellaneous 6.1 Mileage Charge N/C 6.2 Technician Time 125 35.00. 4,375.00 6.3 Engineer 80= 65.00 5,200.00 Total 9,575.00 Sub Total 44,485.00 Note: The number of test quoted above is estimated based on the project specification. The total number of tests actually performed may vary during construction phase and shall be prorated accordingly. TERRA ENGINEERS, INC. Mr. Moody August 28, 1997 Page 6 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 3 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 1.0 P-152 Excavation and Embankment 1.1 P-152 Moisture Density Relation ASTM D-698 1 80.00 80.00 1.2 P-152 Sand Cone Density Test ASTM D-1556 5 45.00 225.00 1.3 P-152 Liquid Limit, Plastic Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time 4 35.00 141.00 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 P-209 P-209 P-209 - P-209 P-209 P-209 P-209 P-209 2.8 P-209 Crushed Aggregate Base Course Unit Weight of Aggregate Soundness Material Finer Than # 200 Sieve Los Angeles Abrasion Sieve Analysis Moisture Densities Density of Soil and Soil Aggregate In - Place by Nuclear Method (min of 3) Liquid Limit, Plastic Limit and Plasticity Index of Soil Mobilization, Mileage, & Tech Time Total 490.00 ASTM C-29 1 45.00 45.00 ASTM C-88 1 175.00 175.00 ASTM C-117 1 25.00 25.00 ASTM C-131 1 150.00 150.00 ASTM C-136 5 35.00 175.00 ASTM D-698 1 80.00 80.00 ASTM D-2922 5 22.00 110.00 ASTM D-4318 1 45.00 45.00 6 35.00 210.00 Total 1,015.04 3.0 P-210 _ Caliche Base Course 3.1 P-210 - Sieve Analysis ASTM C-136 1 35.00 35.00 3.2 P-210 Moisture Density Relations ASTM D-698 1 80.00 80.00 3.3 P-210 Density of Soil by Sand Cone Method ASTM D-1556 2 45.00 90.00 3.4 P-210 Liquid Limit, Plasticity Index ASTM D-4318 1 45.00 45.00 Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 390.00 4.0 P-501 Portland Cement Concrete Pavement 4.1 P-501 Making Curing Concrete Test ASTM C-31 & 420 20.00 8,400.00 Specimen - 4.2 P-501 Testing for Flexural Strength of ASTM C-78 420 5.00 2,100.00 Concrete 4.3 P-501 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 4.4 P-501 Sieve Analysis ASTM C-136 1 35.00 35.00 4.5 P-501 Unit Weight of Concrete ASTM C-138 1 40.00 40.00 4.6 P-501 Test for Slump of Portland Cement ASTM C-143 250 10.00 2,500.00 F Mr. Moody August 28, 1997 Page 7 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 3 - NO. ITEM NO. DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL 4.7 P-501 Test for Air Content of Freshly Mix ASTM C-231 250 15.00 3,750.00 Concrete by the Pressure 4.8 P-501 Test Method for Flat or Elongated ASTM D-4791 1 40.00 40.00 Particles in Coarse Aggregate Mobilization, Mileage, & Tech Time 250 35.00 8,750.00 5.0 TxDOT Hot Mix Asphaltic Concrete TxDOT Type 5.1 TxDOT Compacting Test Specimens 5.2 TxDOT Sieve Analysis 5.3 TxDOT Theoretical Maximum Specific Gravity of Bituminous 5.4 TxDOT Vacuum Extraction 5.5 TxDOT Bulk Specific Gravity of Compacted Bituminous 5.6 TxDOT Stability and Flow Mobilization, Mileage, & Tech Time 6.0 Miscellaneous 6.1 Mileage Charge 6.2 Technician Time 6.3 Engineer Total 25,765 Tex 206F 6 30.00 180.00 Tex 201F 8 35.00 280.00 Tex 227F 8 50.00 400.00 Tex 21OF 8 65.00. 520.00 Tex 207F 6 30.00 180.00 6 30.00 180.00 6 35.00 210.00 Total 1,950.00 N/C 100 35.00 3,500.00 65 65.00 4,225.00 Total 7,725.00 Sub Total 37,335.00 Note: The number of test quoted above is estimated based on the project specification. The total number of tests actually performed may vary during construction phase and shall be prorated accordingly. TERRA ENGINEERS, INC. Mr. Moody August 28, 1997 Page 8 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 4 NO. ITEM NO. DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL 1.0 P-152 Excavation and Embankment 1.1 P-152 Moisture Density Relation ASTM D-698 1 80.00 80.00 1.2 P-152 Sand Cone Density Test ASTM D-1556 5 45.00 225.00 1.3 P-152 Liquid Limit, Plastic Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 490.00 2.0 P-210 Caliche Base Course 2.1 P-210 Sieve Analysis ASTM C-136 1 35.00 35.00 2.2 P-210 Moisture Density Relations ASTM D-698 1 80.00 80.00 2.3 P-210 Density of Soil by Sand Cone Method ASTM D-1556 2 45.00 90.00 2.4 P-210 Liquid Limit, Plasticity Index ASTM D-4318 1 45.00 45.00 Mobilization, Mileage, & Tech Time 4 " 35.00 140.00 Total 390.00 3.0 P-501 Portland Cement Concrete Pavement 3.1 P-501 Making Curing Concrete Test & ASTM C-31 & 320 20.00 6,400.00 Testing for Flexural Strength of ASTM C-78 320 5.00 1,600.00 Concrete 3.2 P-501 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 3.3 P-501 Sieve Analysis ASTM C-136 1 35.00 35.00 3.4 P-501 Unit Weight of Concrete ASTM C-138 1 40.00 40.00 3.5 P-501 Test for Slump of Portland Cement ASTM C-143 200 10.00 2,000.00 3.6 P-501 Test for Air Content of Freshly Mix ASTM C-231 200 15.00 3,000.00 Concrete by the Pressure 3.7 P-501 Test Method for Flat or Elongated ASTM D-4791 1 40.00 40.00 Particles in Coarse Aggregate Mobilization, Mileage, & Tech Time 200 35.00 7,000.00 Total 20,265.00 4.0 TxDOT Hot Mix Asnhaltic Concrete TxDOT Tvne 4.1 TxDOT Compacting Test Specimens Tex 206F 6 30.00 180.00 4.2 TxDOT Sieve Analysis Tex 201F 8 35.00 280.00 4.3 TxDOT Theoretical Maximum Specific Tex 227F 8 50.00 400.00 Gravity of Bituminous 4.4 TxDOT Vacuum Extraction Tex 21OF 8 65.00 520.00 Mr. Moody August 28, 1997 Page 9 of 11 _ Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 4 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 4.5 TxDOT Bulk Specific Gravity of Compacted Tex 207F 6 30.00 180.00 Bituminous 4.6 TxDOT Stability and Flow 6 30.00 180.00 Mobilization, Mileage, & Tech Time 6 35.00 210.00 Total 1,950.00 5.0 Miscellaneous 5.1 Mileage Charge N/C 5.2 Technician Time 90 35.00 3,150.00 5.3 Engineer 55 65.00 3,575.00 Total 6,725.00 Sub Total 29,820.00 Note: The number of test quoted above is estimated based on the project specification. The total number of tests actually performed may vary during construction phase and shall be prorated accordingly. TERRA ENGINEERS, INC. Mr. Moody August 28, 1997 Page 10 of 11 Lubbock International Airport: Reconstruct Runway 1711-35L Keel Alternate 5 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 1.0 P-152 Excavation and Embankment 1.1 P-152 Moisture Density Relation ASTM D-698 1 80.00 80.00 1.2 P-152 Sand Cone Density Test ASTM D-1556 5 45.00 225.00 1.3 P-152 Liquid Limit, Plastic Limit and ASTM D-4318 1 45.00 45.00 Plasticity Index of Soil Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 490.00 2.0 P-209 Crushed Aggregate Base Course 2.1 P-209 Unit Weight of Aggregate ASTM C-29 1 45.00 45.00 2.2 P-209 Soundness ASTM C-88 1 175.00 175.00 2.3 P-209 Material Finer Than # 200 Sieve ASTM C-117 1 25.00 25.00 2.4 P-209 Los Angeles Abrasion ASTM C-131 1. 150.00 150.00 2.5 P-209 Sieve Analysis ASTM C-136 5 35.00 175.00 2.6 P-209 Moisture Densities ASTM D-698 1. 80.00 80.00 2.7 P-209 Density of Soil and Soil Aggregate In- ASTM D-2922 3 22.00 66.00 Place by Nuclear Method (min of 3) 2.8 P-209 Liquid Limit, Plastic Limit and ASTM D4318 1 45.00 45.00 • Plasticity Index of Soil Mobilization, Mileage, & Tech Time 6 35.00 210.00 Total 971.00 3.0 P-210 Caliche Base Course 3.1 P-210 Sieve Analysis ASTM C-136 1 35.00 35.00 3.2 P-210 Moisture Density Relations ASTM D-698 1 80.00 80.00 3.3 P-210 Density of Soil by Sand Cone Method ASTM D-1556 2 45.00 90.00 3.4 P-210 Liquid Limit, Plasticity Index ASTM D-4318 1 45.00 45.00 Mobilization, Mileage, & Tech Time 4 35.00 140.00 Total 390.00 4.0 P-501 Portland Cement Concrete Pavement 4.1 P-501 Making Curing Concrete Test ASTM C-31 280 20.00 5,600.00 Specimen 4.2 P-501 Testing for Flexural Strength of ASTM C-78 280 5.00 1,400.00 Concrete 4.3 P-501 Los Angeles Abrasion ASTM C-131 1 150.00 150.00 4.4 P-501 Sieve Analysis ASTM C-136 1 35.00 35.00 4.5 P-501 Unit Weight of Concrete ASTM C-138 1 40.00 40.00 4.6 P-501 Test for Slump of Portland Cement ASTM C-143 160 10.00 1,600.00 Mr. Moody August 28, 1997 Page 11 of 11 Lubbock International Airport: Reconstruct Runway 17R-35L Keel Alternate 5 NO. ITEM DESCRIPTION OF TEST STANDARD QTY UNIT TOTAL NO. 4.7 P-501 Test for Air Content of Freshly Mix ASTM C-231 160 15.00 2,400.00 Concrete by the Pressure 4.8 P-501 Test Method for Flat or Elongated ASTM D-4791 1 40.00 40.00 Particles in Coarse Aggregate Mobilization, Mileage, & Tech Time 160 35.00 5,600.00 Total 16,865.00 5.0 TxDOT Hot Mix Asphaltic Concrete TxDOT Tyne 5.1 TxDOT Compacting Test Specimens Tex 206F 6 30.00 180.00 5.2 TxDOT Sieve Analysis Tex 201F 8 35.00 280.00 5.3 TxDOT Theoretical Maximum Specific Tex 227F 8 50.00 400.00 Gravity of Bituminous 5.4 TxDOT Vacuum Extraction Tex 21 OF 8 65.00 520.00 5.5 TxDOT Bulk Specific Gravity of Compacted Tex 207F 6 30.00 180.00 Bituminous 5.6 TxDOT Stability and Flow 6 30.00 180.00 Mobilization, Mileage, & Tech Time 6 35.00 210.00 ' Total 1,950.00 6.0 Miscellaneous - 6.1 Mileage Charge N/C 6.2 Technician Time 80 35.00 2,800.00 6.3 Engineer 40 65.00 2,600.00 Total 5,400.00 Sub Total 26,066.00 Note:. The number of test quoted above is estimated based on the project specification. The total number of tests actually performed may vary during construction phase and shall be prorated accordingly. TERRA ENGINEERS, INC. ATTACHMENT "AMD 1-V 1998 FEE SCHEDULE 1998 FEE SCHEDULE Delta Airport Consultants, Inc. Date: July 15, 1997 1998 Billing Item — -, Rate Work Hours Billing Rates (with overhead) Senior Project Manager $99 Project Manager $75 Project Engineer or Planner $48 Technician $39 Field Representative $43 Clerical $36 Direct Nonsalary Expenses Automobile (per mile) $0.30 Piper Aztec (per flight hour) $70 Cessna 206 (per flight hour) $55 Cessna 172 (per flight hour) $25 Per Diem - Res Project Rep Federal Gov. guidelines Long term - meals & lodging (per cal day) Airline, Rental Car, Charter, etc. Direct • Printing Direct Advertisement Direct Meals, Lodging, etc. (short term) _ Direct Miscellaneous Direct Subcontracted Services Direct Delta Profit Fixed Fee Notes: 1. Billing rates for future years will be increased by 4 % annually. 2. Work hours rates include three (3) year average labor overhead and general and administrative overhead per FAA AC 150/5100-14C, paragraph 4-8 at 170.8 %. 3. Billing rates based on estimated 1998 salaries (i.e. 1997 salaries plus inflation). FEESCHED.098